Characterization of Adfreeze Shear Behavior at the Interface of Frozen Clay Till and Steel Piles
Author:
Affiliation:
1. Ph.D. Candidate, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB.
2. Professor, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, MB.
3. Principal Geotechnical Engineer, BGC Engineering Ltd., Vancouver, BC.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485330.068
Reference13 articles.
1. Interface shear strength characteristics of steel piles in frozen clay under varying exposure temperature
2. Kim M. et al. (2015). “Tangential Heave Stress for the Design of Deep Foundations Revisited.” Proceedings of the International Conference on Cold Regions Engineering ASCE Salt Lake UT 404–415.
3. Ladanyi B. and Theriault A. (1990). “A Study of Some Factors Affecting the Adfreeze Bond of Piles in Permafrost.” Geotechnical Engineering Congress GSP 213–224.
4. Experimental study on direct shear behavior of frozen soil–concrete interface
5. Nidowicz B. and Shur Y. L. (1998). “Russian and North American Approaches To Pile Design in Relation to Frost Action.” Proceedings of the PERMAFROST - Seventh International Conference Yellowknife NWT 803–809.
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